Design for a tension member and its bolt connection based on the following conditions below: a. Tension member: Single Angle Bar with a grade of A36 and a length of 8.08m b. Service tension load: 1323 with a dead-to-live-to-wind ratio of 10:20:3 c. Group A bolts and must not permit slip d. Connected to a 10-mm-thick A36 gusset plate A complete sketch showing all necessary information for the said connection is needed. Design this one using LRFD and ASD method.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design for a tension member and its bolt connection based
on the following conditions below:

a. Tension member: Single Angle Bar with a grade of A36 and a length of 8.08m

b. Service tension load: 1323 with a dead-to-live-to-wind ratio of 10:20:3

c. Group A bolts and must not permit slip

d. Connected to a 10-mm-thick A36 gusset plate

A complete sketch showing all necessary information for the said connection is needed. Design this one
using LRFD and ASD method.

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